American Institute of Steel Construction. (2001). Manual of Steel Construction: Load & Resistance Factor Design (2nd ed.).
ASCE/SEI. (2014). Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41‑13). Reston, VA: American Society of Civil Engineers.
Black, C., Makris, N., & Aiken, I. (2002). Component Testing, Stability Analysis and Characterization of Buckling Restrained Braces (Final Report to Nippon Steel Corporation).
Bazeos, N. (2009). Comparison of three seismic design methods for plane steel frames. Soil Dynamics and Earthquake Engineering, 29(3), 553-562.
Building and Housing Research Center. (2014). Iranian Code of Practice for Seismic Resistant Design of Buildings (Standard No. 2800) (in Persian).
Chopra, A. K., & Goel, R. K. (2002). A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering & Structural Dynamics, 31(3), 561-582.
Eiben, A. E., & Smith, J. E. (2003). Introduction to Evolutionary Computing. Springer.
Federal Emergency Management Agency. (1997). NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274). Washington, DC; 1997.
Federal Emergency Management Agency. (2000). Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA-350). SAC Joint Venture.
Federal Emergency Management Agency. (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA-356).
Federal Emergency Management Agency. (2009). Recommended Methodology for Quantification of Building System Performance and Response Parameters (FEMA P695A). Applied Technology Council.
Gholizadeh, S. (2015). Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network. Advances in Engineering Software, 81, 50-65.
Ghaderi, M., & Gholizadeh, S. (2021). Mainshock–aftershock low-cycle fatigue damage evaluation of performance-based optimally designed steel moment frames. Engineering Structures, 237, 112207.
Kaveh, A., & Nasrollahi, A. (2014). Performance-based seismic design of steel frames utilizing charged system search optimization. Applied Soft Computing, 22, 213-221.
Kaveh, A., Laknejadi, K., & Alinejad, B. (2012). Performance-based multi-objective optimization of large steel structures. Acta Mechanica.
Kang, Y.-J., & Wen, Y. K. (2000). Minimum Life-Cycle Cost Structural Design Against Natural Hazards.
Khatib, I., & Mahin, S. (1987). Dynamic inelastic behavior of chevron braced steel frames. Fifth Canadian Conference on Earthquake Engineering, 211-220, Balkema.
Liqiang, J., Lizhong, J., Yi, H., Jihong, Y., & Hong, Z. (2020). Seismic life-cycle cost assessment of steel frames equipped with steel panel walls. Engineering Structures, 211.
Mitropoulou, C. C., Lagaros, N. D., & Papadrakakis, M. (2011). Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions. Reliability Engineering & System Safety, 96(10), 1311-1331.
Pacific Earthquake Engineering Research Center. (2020). OpenSees (Version 3.4.0) [Computer software]. University of California, Berkeley.
Priestley, M. J. N. (1998). Brief comments on elastic flexibility of reinforced concrete frames and signifi-cance to seismic design. Bulletin of the New Zealand National Society for Earthquake Engineering, 31(4).
Rashidi Elashti, A. (2013). Effect of Progressive Damage on Seismic Performance of Steel Building Structures [Master's thesis, Noshirvani University of Technology].
Razavi, N., & Gholizadeh, S. (2021). Seismic collapse safety analysis of performance-based optimally designed reinforced concrete frames considering life-cycle cost. Journal of Building Engineering, 44(44), 103430.
Sabelli, R. (2001). Research on Improving the Design and Analysis of Earthquake Resistant Steel Braced Frames (The 2000 NEHRP Professional Fellowship Report). Earthquake Engineering Research Institute.
The MathWorks, Inc. (2016). MATLAB: The Language of Technical Computing [Computer software].
Uriz, P. (2005). Towards Earthquake Resistance Design of Concentrically Braced Frames, Ph.D. Dissertation, University of California, Berkeley.
Xu, J., Spencer, B. F., & Lu, X. (2017). Performance-based optimization of nonlinear structures subject to stochastic dynamic loading. Engineering Structures, 134, 334-345.
Zou, X. (2007). Multiobjective optimization for performance-based design of reinforced concrete frames. Journal of Structural Engineering, 133(10), 1462-1474.
American Institute of Steel Construction. (2001). Manual of Steel Construction: Load & Resistance Factor Design (2nd ed.).
ASCE/SEI. (2014). Seismic Evaluation and Retrofit of Existing Buildings (ASCE/SEI 41‑13). Reston, VA: American Society of Civil Engineers.
Black, C., Makris, N., & Aiken, I. (2002). Component Testing, Stability Analysis and Characterization of Buckling Restrained Braces (Final Report to Nippon Steel Corporation).
Bazeos, N. (2009). Comparison of three seismic design methods for plane steel frames. Soil Dynamics and Earthquake Engineering, 29(3), 553-562.
Building and Housing Research Center. (2014). Iranian Code of Practice for Seismic Resistant Design of Buildings (Standard No. 2800) (in Persian).
Chopra, A. K., & Goel, R. K. (2002). A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering & Structural Dynamics, 31(3), 561-582.
Eiben, A. E., & Smith, J. E. (2003). Introduction to Evolutionary Computing. Springer.
Federal Emergency Management Agency. (1997). NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274). Washington, DC; 1997.
Federal Emergency Management Agency. (2000). Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings (FEMA-350). SAC Joint Venture.
Federal Emergency Management Agency. (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings (FEMA-356).
Federal Emergency Management Agency. (2009). Recommended Methodology for Quantification of Building System Performance and Response Parameters (FEMA P695A). Applied Technology Council.
Gholizadeh, S. (2015). Performance-based optimum seismic design of steel structures by a modified firefly algorithm and a new neural network. Advances in Engineering Software, 81, 50-65.
Ghaderi, M., & Gholizadeh, S. (2021). Mainshock–aftershock low-cycle fatigue damage evaluation of performance-based optimally designed steel moment frames. Engineering Structures, 237, 112207.
Kaveh, A., & Nasrollahi, A. (2014). Performance-based seismic design of steel frames utilizing charged system search optimization. Applied Soft Computing, 22, 213-221.
Kaveh, A., Laknejadi, K., & Alinejad, B. (2012). Performance-based multi-objective optimization of large steel structures. Acta Mechanica.
Kang, Y.-J., & Wen, Y. K. (2000). Minimum Life-Cycle Cost Structural Design Against Natural Hazards.
Khatib, I., & Mahin, S. (1987). Dynamic inelastic behavior of chevron braced steel frames. Fifth Canadian Conference on Earthquake Engineering, 211-220, Balkema.
Liqiang, J., Lizhong, J., Yi, H., Jihong, Y., & Hong, Z. (2020). Seismic life-cycle cost assessment of steel frames equipped with steel panel walls. Engineering Structures, 211.
Mitropoulou, C. C., Lagaros, N. D., & Papadrakakis, M. (2011). Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions. Reliability Engineering & System Safety, 96(10), 1311-1331.
Pacific Earthquake Engineering Research Center. (2020). OpenSees (Version 3.4.0) [Computer software]. University of California, Berkeley.
Priestley, M. J. N. (1998). Brief comments on elastic flexibility of reinforced concrete frames and signifi-cance to seismic design. Bulletin of the New Zealand National Society for Earthquake Engineering, 31(4).
Rashidi Elashti, A. (2013). Effect of Progressive Damage on Seismic Performance of Steel Building Structures [Master's thesis, Noshirvani University of Technology].
Razavi, N., & Gholizadeh, S. (2021). Seismic collapse safety analysis of performance-based optimally designed reinforced concrete frames considering life-cycle cost. Journal of Building Engineering, 44(44), 103430.
Sabelli, R. (2001). Research on Improving the Design and Analysis of Earthquake Resistant Steel Braced Frames (The 2000 NEHRP Professional Fellowship Report). Earthquake Engineering Research Institute.
The MathWorks, Inc. (2016). MATLAB: The Language of Technical Computing [Computer software].
Uriz, P. (2005). Towards Earthquake Resistance Design of Concentrically Braced Frames, Ph.D. Dissertation, University of California, Berkeley.
Xu, J., Spencer, B. F., & Lu, X. (2017). Performance-based optimization of nonlinear structures subject to stochastic dynamic loading. Engineering Structures, 134, 334-345.
Zou, X. (2007). Multiobjective optimization for performance-based design of reinforced concrete frames. Journal of Structural Engineering, 133(10), 1462-1474.
